A semigroups theory approach to a model of suspension bridges

dc.contributorUniversidade Estadual Paulista (Unesp)
dc.date.accessioned2014-05-27T11:30:09Z
dc.date.available2014-05-27T11:30:09Z
dc.date.created2014-05-27T11:30:09Z
dc.date.issued2013-08-13
dc.identifierElectronic Journal of Qualitative Theory of Differential Equations.
dc.identifier1417-3875
dc.identifierhttp://hdl.handle.net/11449/76261
dc.identifierWOS:000322799300001
dc.identifier2-s2.0-84881247388
dc.description.abstractIn this paper we study the existence and uniqueness of the weak solution of a mathematical model that describes the nonlinear oscillations of a suspension bridge. This model is given by a system of partial differential equations with damping terms. The main tool used to show this is the C0-semigroup theory extending the results of Aassila [1].
dc.languageeng
dc.relationElectronic Journal of Qualitative Theory of Differential Equations
dc.relation0.881
dc.relation0,492
dc.rightsAcesso aberto
dc.sourceScopus
dc.subjectSemigroup theory
dc.subjectSuspension bridges
dc.subjectWeak solution
dc.titleA semigroups theory approach to a model of suspension bridges
dc.typeArtículos de revistas


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